Standard $10-\mathrm{in}$. steel pipe (see Appepdix IV-F) is shown in Fig. P. 14.32 . It is full of water. Show Mohr's circle for stresses parallel to the $x z$ plane at point $A$ in the diagram. What is the extremal value of shear stress parallel to the $x z$ plane for this point? Include the weight of the piping in yoar calculations.
Figure P.14.32.